Dynamics of high-speed railway bridges: review of design issues and new research for lateral dynamics

Revisión y puesta al día de la publicaciones relacionadas con el diseño de puentes de ferrocarril de alta velocidad y nuevas investigaciones sobre dinámica lateral.

Analysis of lateral dynamics of railway vehicles on viaducts with coupled models

The study of lateral dynamics of running trains on bridges is of importance mainly for the safety of the traffic, and may be relevant for laterally compliant bridges. These studies require 3D coupled vehicle-bridge models, and consideration of wheel to rail contact, a phenomenon which is complex and costly to model in detail. We describe here a fully nonlinear coupled model, described in absolute coordinates and incorporated into a commercial finite element framework. Two applications are presented, firstly to a vehicle subject to a strong wind gust traversing a br idge, showing the relevance of the nonlinear wheel-rail contact model as well as the interaction between bridge and vehicle. The second application is to a real viaduct in a high-speed line, with a long continuous deck and tall piers with high lateral compliance. The results show the safety of the traffic as well as the relevance of considering the wind action and the nonlinear response.

Lateral impact sensor for measuring firmness of fruits in an experimental packing line.

Different parameters are used to quantify the maturity of fruits at or near harvest (shape, color, flesh texture and internal composition). Flesh firmness is a critical handling parameter for fruits such as peach, pear and apple. Results of previous studies conducted by different researchers have shown that impact techniques can be used to evaluate firmness of fruits. A prototype impact system for firmness sorting of fruits was developed by Chen and Ruiz-Altisent (Chen et al, 1996). This sensor was mounted and tested successfully on a 3 m section of a commercial conveyor belt (Chen et al, 1998). This is a further development of the on-line impact system for firmness sorting of fruits. The design of the sensor has been improved and it has been mounted on a experimental fruit packing line (Ortiz-Cañavate et al 1999).

Moment transfer and influence of transverse beams in interior waffle flat plate-column connections under lateral loading

This paper addresses two aspects of the behavior of interior reinforced concrete waffle flat plate?column connections under lateral loads: the share of the unbalanced moment between flexure and excentric shear, and the effect of the transverse beams. A non-linear finite element model (benchmark model) was developed and calibrated with the results of quasi-static cyclic tests conducted on a 3/5 scale specimen. First, from this numerical model, the portion cv of the unbalanced moment transferred by the excentricity of shear about the centroid of the critical sections defined by Eurocode 2 (EC-2) and by ACI 318-11 was calculated and compared with the share-out prescribed by these codes. It is found that while the critical section of EC-2 is consistent with the cv provided by this code, in the case of ACI 318-11, the value assigned to cv is far below (about 50% smaller) the actual one obtained with the numerical simulations. Second, from the benchmark model, seven additional models were developed by varying the depth D of the transverse beam over the thickness h of the plate. It was found that the ductility of the connection and the effective width of the plate can respectively be increased up to 50% and 10% by raising D/h to 2 and 1.5.

Characterization of speech from amyotrophic lateral sclerosis by neuromorphic processing

Amyotrophic Lateral Sclerosis is a severe disease, which dramatically reduces the speech communication skills of patients as disease progresses. The present study is devoted to define accurate and objective estimates to characterize the loss of communication skills, to help clinicians and therapists in monitoring disease progression and in deciding on rehabilitation interventions. The methodology proposed is based on the perceptual (neuromorphic)definition of speech dinamics, concentrated in vowel sound in character and duration. We present the results from a longitudinal study carried out in an ALS patient during one year. Discussion addresses future actions.

Wavelets in High-Capacity DWDM Systems and Modal-Division Multiplexed Transmissions

Optical communications receivers using wavelet signals processing is proposed in this paper for dense wavelength-division multiplexed (DWDM) systems and modal-division multiplexed (MDM) transmissions. The optical signal-to-noise ratio (OSNR) required to demodulate polarization-division multiplexed quadrature phase shift keying (PDM-QPSK) modulation format is alleviated with the wavelet denoising process. This procedure improves the bit error rate (BER) performance and increasing the transmission distance in DWDM systems. Additionally, the wavelet-based design relies on signal decomposition using time-limited basis functions allowing to reduce the computational cost in Digital-Signal-Processing (DSP) module. Attending to MDM systems, a new scheme of encoding data bits based on wavelets is presented to minimize the mode coupling in few-mode (FWF) and multimode fibers (MMF). The Shifted Prolate Wave Spheroidal (SPWS) functions are proposed to reduce the modal interference.

Nonlinear models for lateral dynamics of railway vehicles on bridges subject to wind action

The study of lateral dynamics of running trains on bridges is of importance mainly for the safety of the traffic, and may be relevant for laterally compliant bridges. These studies require threedimensional coupled vehicle-bridge models, wheree consideration of wheel to rail contact is a key aspect. Furthermore, an adequate evaluation of safety of rail traffic requires nonlinear models. A nonlinear coupled model is proposed here for vehicle-structure vertical and lateral dynamics. Vehicles are considered as fully three-dimensional multibody systems including gyroscopic terms and large rotation effects. The bridge structure is modeled by means of finite elements which may be of beam, shell or continuum type and may include geometric or material nonlinearities. The track geometry includes distributed track alignment irregularities. Both subsystems (bridge and vehicles) are described with coordinates in absolute reference frames, as opposed to alternative approaches which describe the multibody system with coordinates relative to the base bridge motion. The wheelrail contact employed is a semi-Hertzian model based on realistic wheel-rail profiles. It allows a detailed geometrical description of the contact patch under each wheel including multiple-point contact, flange contact and uplift. Normal and tangential stresses in each contact are integrated at each time-step to obtain the resultant contact forces. The models have been implemented within an existing finite element analysis software with multibody capabilities, Abaqus (Simulia Ltd., 2010). Further details of the model are presented in Antolín et al. (2012). Representative applications are presented for railway vehicles under lateral wind action on laterally compliant viaducts, showing the relevance of the nonlinear wheel-rail contact model as well as the interaction between bridge and vehicle.

Pulse-Shape Analysis of PDM-QPSK Modulation Formats for 100 and 200 Gb/s DWDM transmissions

Advanced optical modulation format polarization-division multiplexed quadrature phase shift keying (PDM-QPSK) has become a key ingredient in the design of 100 and 200-Gb/s dense wavelength-division multiplexed (DWDM) networks. The performance of this format varies according to the shape of the pulses employed by the optical carrier: non-return to zero (NRZ), return to zero (RZ) or carrier-suppressed return to zero (CSRZ). In this paper we analyze the tolerance of PDM-QPSK to linear and nonlinear optical impairments: amplified spontaneous emission (ASE) noise, crosstalk, distortion by optical filtering, chromatic dispersion (CD), polarization mode dispersion (PMD) and fiber Kerr nonlinearities. RZ formats with a low duty cycle value reduce pulse-to-pulse interaction obtaining a higher tolerance to CD, PMD and intrachannel nonlinearities.

Lateral Dynamic Models for High-Speed Railway Bridges and Vehicles

The analysis of the running safety of railway vehicles on viaducts subject to strong lateral actions such as cross winds requires coupled nonlinear vehicle-bridge interaction models, capable to study extreme events. In this paper original models developed by the authors are described, based on finite elements for the structure, multibody and finite element models for the vehicle, and specially developed interaction elements for the interface between wheel and rail. The models have been implemented within ABAQUS and have full nonlinear capabilities for the structure, the vehicle and the contact interface. An application is developed for the Ulla Viaduct, a 105 m tall arch in the Spanish high-speed railway network. The dynamic analyses allow obtaining critical wind curves, which define the running safety conditions for a given train in terms of speed of circulation and wind speed

Aplicación de la tecnología GPS para la cuantificación del proceso de readaptación de una lesión de ligamento lateral externo de tobillo: estudio de un caso

GPS y readaptación

Establishing Quercus ilex under Mediterranean dry conditions: sowing recalcitrant acorns versus planting seedlings at different depths and tube shelter light transmissions

Article New Forests November 2015, Volume 46, Issue 5, pp 869-883 First online: 17 June 2015 Establishing Quercus ilex under Mediterranean dry conditions: sowing recalcitrant acorns versus planting seedlings at different depths and tube shelter light transmissionsJuan A. OlietAffiliated withDepartamento de Sistemas y Recursos Naturales, E.T.S. Ingenieros de Montes, Universidad Politécnica de Madrid Email author View author's OrcID profile , Alberto Vázquez de CastroAffiliated withDepartamento de Sistemas y Recursos Naturales, E.T.S. Ingenieros de Montes, Universidad Politécnica de Madrid, Jaime PuértolasAffiliated withLancaster Environment Centre, Lancaster University $39.95 / €34.95 / £29.95 * Rent the article at a discount Rent now * Final gross prices may vary according to local VAT. Get Access AbstractSuccess of Mediterranean dry areas restoration with oaks is a challenging goal. Testing eco-techniques that mimic beneficial effects of natural structures and ameliorate stress contributes to positive solutions to overcoming establishment barriers. We ran a factorial experiment in a dry area, testing two levels of solid wall transmission of tube shelters (60 and 80 %) plus a control mesh, and two depths (shallow and 15 cm depth) of placing either planted seedlings or acorns of Quercus ilex. Microclimate of the planting or sowing spots was characterized by measuring photosynthetically active radiation, temperature and relative humidity. Plant response was evaluated in terms of survival, phenology, acorn emergence and photochemical efficiency (measured through chlorophyll fluorescence). We hypothesize that tube shelters and deep planting improve Q. ilex post-planting and sowing performance because of the combined effects of reducing excessive radiation and improving access to moist soil horizons. Results show that temperature and PAR was reduced, and relative humidity increased, in deep spots. Midsummer photochemical efficiency indicates highest level of stress for oaks in 80 % light transmission shelter. Optimum acorn emergence in spring was registered within solid wall tree shelters, and maximum summer survival of germinants and of planted seedlings occurred when acorns or seedlings were placed at 15 cm depth irrespectively of light transmission of shelter. Survival of germinants was similar to that of planted seedlings. The importance of techniques to keep high levels of viability after sowing recalcitrant seeds in the field is emphasized in the study

Optimización de las superestructuras de autobuses y autocares sometidos al vuelco lateral

En la presente tesis, como en todo proceso de optimization, se ha llevado a cabo un análisis previo de los factores determinantes del problema. Para ello, en primer lugar, se ha puesto a punto un proceso teórico-experimental de verificación de la resistencia de las superestructuras de autobuses y autocares sometidas a vuelco lateral. A partir de la definición de dicho proceso, se ha utilizado el mismo para obtener determinados criterios de diseño que permitan mejorar la relación resistencia/peso de cada estructura. Por último, en base a la experiencia adquirida en la elaboración del proceso de verificación, se han planteado posibles enmiendas y aclaraciones que debieran reflejarse en el Reglamento 66. Este desarrollo ha permitido extraer conclusiones relativas a cada uno de los tres aspectos mencionados: proceso de verificación, criterios de diseño y posibles enmiendas, o rectificaciones, aplicables al Rgto

Minimum volume of long liquid bridges between noncoaxial, nonequal diameter circular disks under lateral acceleration

The stability limit of minimum volume and the breaking dynamics of liquid bridges between nonequal, noncoaxial, circular supporting disks subject to a lateral acceleration were experimentally analyzed by working with liquid bridges of very small dimensions. Experimental results are compared with asymptotic theoretical predictions, with the agreement between experimental results and asymptotic ones being satisfactory

ANÁLISE CEFALOMÉTRICA LATERAL DE RICKETTS: JOVENS DA REGIÃO NORTE DO BRASIL

Este trabalho teve como objetivo determinar as normas cefalométricas de medidas da análise lateral de RICKETTS 54 de 1981, numa amostra de indivíduos brasileiros, leucodermas, com oclusão normal, sem tratamento ortodôntico prévio, da Região Norte do Brasil e comparar estes valores com os preconizados por RICKETTS54 realizando a projeção destes valores para 18 anos de idade, a fim de tornar possível esta comparação. E determinar a freqüência dos diferentes tipos faciais obtidos pelo índice VERT (quantidade de crescimento vertical), obtido por meio da análise lateral de RICKETTS et al55 de 1982. O material constou de 28 telerradiografias em norma lateral de 15 indivíduos do sexo masculino e 13 do sexo feminino, com idades entre 20 e 26 anos, com média de idade de 22,42 anos. Estes indivíduos foram selecionados na Faculdade de odontologia do CESUPA (Centro Universitário do Pará). O método eleito para os traçados cefalométricos foi o computadorizado (programa Radiocef 2.0). Os resultados permitiram depreender que esta amostra da Região Norte do Brasil quando comparada aos valores normativos preconizados por RICKETTS54 apresentam: Biprotrusão dentária; maxila protruída; padrão braquifacial com tendência para mordida profunda; os molares superiores encontram-se numa posição mais posterior; incisivos inferiores protruídos e vestibularizados; incisivos superiores com inclinação adequada e bem posicionados na base óssea; lábio inferior equilibrado; profundidade facial aumentada; crescimento equilibrado do eixo facial; mandíbula rotacionada no sentido horário, plano palatal com inclinação no sentido horário. Quanto à freqüência dos tipos faciais obtidos pelo índice VERT, do total da amostra estudada 50% dos indivíduos eram braquifaciais, 39,28% dolicofaciais e 10,72% mesofaciais.(AU)

ANÁLISE CEFALOMÉTRICA LATERAL DE RICKETTS: JOVENS DA REGIÃO NORTE DO BRASIL

Este trabalho teve como objetivo determinar as normas cefalométricas de medidas da análise lateral de RICKETTS 54 de 1981, numa amostra de indivíduos brasileiros, leucodermas, com oclusão normal, sem tratamento ortodôntico prévio, da Região Norte do Brasil e comparar estes valores com os preconizados por RICKETTS54 realizando a projeção destes valores para 18 anos de idade, a fim de tornar possível esta comparação. E determinar a freqüência dos diferentes tipos faciais obtidos pelo índice VERT (quantidade de crescimento vertical), obtido por meio da análise lateral de RICKETTS et al55 de 1982. O material constou de 28 telerradiografias em norma lateral de 15 indivíduos do sexo masculino e 13 do sexo feminino, com idades entre 20 e 26 anos, com média de idade de 22,42 anos. Estes indivíduos foram selecionados na Faculdade de odontologia do CESUPA (Centro Universitário do Pará). O método eleito para os traçados cefalométricos foi o computadorizado (programa Radiocef 2.0). Os resultados permitiram depreender que esta amostra da Região Norte do Brasil quando comparada aos valores normativos preconizados por RICKETTS54 apresentam: Biprotrusão dentária; maxila protruída; padrão braquifacial com tendência para mordida profunda; os molares superiores encontram-se numa posição mais posterior; incisivos inferiores protruídos e vestibularizados; incisivos superiores com inclinação adequada e bem posicionados na base óssea; lábio inferior equilibrado; profundidade facial aumentada; crescimento equilibrado do eixo facial; mandíbula rotacionada no sentido horário, plano palatal com inclinação no sentido horário. Quanto à freqüência dos tipos faciais obtidos pelo índice VERT, do total da amostra estudada 50% dos indivíduos eram braquifaciais, 39,28% dolicofaciais e 10,72% mesofaciais.(AU)